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PROPOSED ADDITION
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DEVELOPMENT CODE
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LAND SURVEYORS
;980 SOILITH 25th STREET
FORT PIERCE, FLORIDA 34982
(407) 464-3537
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REVIS'
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M._0t01'PARKW 'AND, Will
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FILE COPY
GENERAL NOTES
1. PROJECT NAME: Charlie's Dodge Addition
2. LOCATION: 4815 South U.S. #1
Fort Pierce, FL 34982
3. OWNER: Charlie's Dodge
4815 South U.S. #1
Fort Pierce, FL 34982
4. ENGINEER: Culpepper & Terpening, Inc.
P.O. Box 13360
Fort Pike, FL 34979-3360
FL P.E. Reg. 15823
FL P.E. Reg. 24276
5. SURVEYOR: Atlantic Land Design, Inc.
201 Si Part St. Lucie Blvd,
Suite 104
Port St. Lucie, FL 34984
6. TYPE OF PROJECT: Automobile dealership
7. GROSS PROJECT SIZE: 7.65 Acres
B. BUILDING SIZE: 2,550 Sq. Ft, (ADDITION)
27,896 Sq. Ft. (EXISTING)
1,200 Sq. Ft. (CAR WASH)
9. EXISTING LAND USE: COM
10, FLOOD ZONE: Zone X, Panel 12111CO189F Dated 8-19-91
11• EXISTING ZONING: CG
12. SITE COVERAGE: Square Percentage
Acrea=@ Footoae of site
Building 0.84 36,437 10.9%
Parking 4.83 210,246 63.1%
Miscellaneous 0.05 4000 0.6%
Total Impervious 5.71 21tl 74.6X
Total Open Space 1.94 84.551 25.4%
Total Site Area 7.65 333,234 100.0%
13. PARKING:
Required (5 •spaces/1,000sf) 155 spaces
Provided 387 spaces
Handicapped Spaces Required 5 spaces
Handicapped Spaces Provided 5 spaces
14. DEVELOPMENT SCHEDULE:
Can ati to begin: Fall 1997
Conactiaj to be completed: 180 days
15. UTIUTY SEll
Water Service: Fort Pierce Utilities Authority
Sewage Treatment: Fort Pierce Utilities Authority
16. SITE DRAINAGE:
The stormwoter management system will consist of on -site
retention with outfail into and existing system.
17, BUILDING HEIGHT: 30 feet
SCANNED
BY
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COMMUNITY DEVELOPMENT
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DATE: 11-2-95 F 3
HORIZ. SCALE: 1"=412
VERT. SCALE: NONE'
JOB No. 9543
SHEET OF 1
EXCAVATE Kilt, TION AREA
________----_
PROJECT OUTFALL (EXISTING)
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200-38'
LAND USI == RH
ZONING= RM-11
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<1 - 60'
FILL RETENTION AREA
PROPOSED ADDIMON
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DEVELOPMENT CODE
EXISTING
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AS PER SECTION 7.09.04(A.) OF
THE ST, LUCIE COUNTY LAND
DEVELOPMENT CODE
1/4 SECTION LINE
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TERPENING,INC.
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9 SPACES
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APPROXIMATE
LOCATION
OF EXISTING
'moo FIRE HYDRANT
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34982
(407) 464-3537
M.
GRAPHIC SCALE
w so
( IN FEET )
1 inch = 40 ft.
LAND USE= CC
ZONING= CIS
-REVISIONS -
BY
DATE
PER SITEPLAN REVIEW COMMENTS
RGM
2-26-9
REVISED PARKING AND OFFICE SIZE
D,F.
2-22-96
ELIMINATED.. ADDITIONAL. RETENTION AREA ..._ ...,
..D.F.
4-2-.96
ADDED ENTRY RAMP & DECK TO OFFICE BUILDING
D.f.
4-15-96
REVISED 8015Y SHOP ..
O.F
5-15-91
ADDED CAR WASH AREA -- --'- - --
D,F,-
7-28--98
ADDED PROPOSED BUILDINGS AND CANOPY
D.f.
10-18-9
BY
DATE
DESIGNED
JPT
10-20-95
CALCS...
DRAWN
GWR
11-2-95
DETAILED,
CHECKED
JPT
11-3-98
APPROVED
GENERAL NOTES
1.
PROJECT NAME:
Charlie's Dodge Addition
2.
LOCATION:
4815 South U.S. #1
Fort Pierce, FL 34982
3.
OWNER:
Charlie's Dodge
4815 South U.S. #1
Fort Pierce, FL 34982
4.
ENGINEER:
Culpepper & Terpening, Inc.
P.O. Box 13360
Fort Pierce, FL 34979-3360
FL P.E. Reg. 15823
FL P.E. Reg. 24276
5.
SURVEYOR:
Atlantic Land Design, Inc.
201 SW. Port St. Lucie Blvd.
Suite 104
Port St. Lucie, FL 34984
6.
TYPE OF PROJECT:
Automobile dealership
7.
GROSS PROJECT SIZE:
7.65 Acres
B.
BUILDING SIZE:
2,550 Sq. Ft. (ADDITION)
27,896 Sq. Ft. (EXISTING)
1,200 Sq. Ft. (CAR WASH)
9.
EXISTING LAND USE:
COM
10.
FLOOD ZONE:
Zone X, Panel 12111CO189F Dated 8-19-91
11.
EXISTING ZONING:
CG
12.
SITE COVERAGE:
Square Percentage
Acreaae Footage of site
Building
0.84 36,437 10.9%
Parking
4.83 210,246 63.1%
Miscellaneous
0.05 2,000 0.6%
Total Impervious
5.71 248,683 74.6%
Total Open Space
1.94 84,551 25.4%
Total Site Area
7.65 333,234 100.0%
13.
PARKING:
Required (5
spaces/1,000sf) 155 spaces
Provided
387 spaces
Handicapped
Spaces Required 5 spaces
Handicapped
Spaces Provided 5 spaces
14.
DEVELOPMENT SCHEDULE:
Construction to begin:
Fall 1997
Construction to be completed: 180 days
15.
UTILITY SERVICE:
Water Service:
Fort Pierce Utilities Authority
Sewage Treatment:
Fort Pierce Utilities Authority
16,
SITE DRAINAGE:
The stormwater management
system will consist of on -site
retention with outfoll into
and existing system.
17.
BUILDING HEIGHT:
30 feet
CHARLIE'S DODGE ADDITION
SITE PLAN
DATE:
11-2-95
HORIZ.
VERT.
SCALE: 1 "=40'
SCALE: NONE
JOB No. 9543
SHEET
1 OF 1
9
&L GARAGE DOORS
6WST MEET 110 mph
WINDSPEED
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FOR COMP MA `
5 1 I i1 11 REVIEWED 0Y
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LANS D PERMIT
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ALL GARAGE, DOORS
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4 WINDSPEED
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FOUNDATION NOTES:
FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF
2500 POUNDS PER SQUARE FOOT. PROVIDE TEST REPORTS TO VERIFY
SAME.
FOUNDATION SCHEDULE:
S-1 4" THICK 3000 PSI POURED CONCRETE SLAB WITH FIBERMESH
OR 6" x 6", 010/10 GA. WELDED WIRE MESH ON 6 NIL
POLYETHYLENE VAPOR BARRIER ON COMPACTED, TREATED,
CLEAN FILL.
F-1 6" DEEP x 6" WIDE 3000 PSI POURED THICKENED EDGE WITH
1 ► 5 BARS CONTINUOUS.
F-2 12" DEEP x 18' WIDE 3000 PSI POURED CONCRETE SPREAD
FOOTING WITH 3 t 5 BARS.
F-3 12" DEEP x 18" WIDE 3000 PSI POURED MONOLTHIC FOOTING
WITH 2 15 BARS CONTINUOUS THRU ADJACENT FOOTINGS.
F-4 12" DEEP x 18" WIDE 3000 PSI POURED TIE ROD FOOTING
WITH 2 9 5 BARS CONTINUOUS HOOKED AROUND MAIN FRAME
ANCHOR BOLTS.
F-5 6'-0" SQ. x 2'-O" DEEP 30DO PSI POURED CONCRETE PAD
FOOTING WITH 4 5 BARS @ 12" O.C. E.W. TOP AND 1 5 BARS
@ 6" O.C. E.W. BOTTOM HOOK ANCHOR BOLTS UNDER BOTTOM
MAT.
F-6 8'-3" SQ. Y 3'-0" DEEP 3000 PSI POURED CONCRETE PAD
FOOTING WITH 1 5 BARS @ 12" O.C. E.W. TOP AND # 5 BARS
@ 6" O.C. E.W. BOTTOM HOOK ANCHOR BOLTS UNDER BOTTOM
HAT.
CX\'ST11J Co
Co'0�
PAUL WELCH INC.
Mechanical •Electrical Civil Engineering
1984 SW Uiltmore St. Phone
A ��atl Suite 114 (561) 785-9888
SECTI0I� Port St. Lucie, Florida 34984 Fax (561) 785 - 9933
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Electrical Load Calcls
Per NEC 220
4800 S.F. @ 2 VA 9600 VA
Fans ............................... 1150
Booth fans :
2 @ 3 HP ................ 7632
2 @ 10 HP ............... 11088
Washer .............................. 1200
Dryer ............................... 5500
Recet's. .... 9 @ 180 VA ............ 1620
Misc. 5000
42790 VA
��lo NP
Futu✓�3NP
Poo 114 V"I h _�
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42790
= 118 VA
208 4 3
Use 200 A Panel
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PAUL WELCH INC.
Mechanical • Glectrical • Civil Fngineering
1984 SIV Biltmore SL 1'110ne
tw Suite 114 1S611 785-11888
Port',[. Lucie. 171mide 11984 Fat 1;1,11 '85 - 9933
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